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12985313
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Last modified
7/29/2025 8:00:14 PM
Creation date
7/29/2025 3:44:59 PM
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Permits
Permit Address
750 GRICE LP S
Permit City
Jefferson
Permit Number
555-13-02501
Parcel Number
103W12CC12300
Permit Type
Revision
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CO \ ESTO \ E FOUNDATION SYSTEM , LLC <br /> 140 ART MILL LN., ROSEBURG, OR 97471 (541) 679-2486 <br /> thr <br /> POURED—IN—PLACE FOOTING AIL FASTENERS ARE THE <br /> f)2t CONCRETE SCREWS <br /> THIS APPLICATION PROVIDES PERIMETER WALL. <br /> SUPPORT, WIND ANCHORS FOR ZONE I II III. j I y'%Ij•%D.O30• ZINC <br /> SEISMIC DESIGN CATEGORY DI, 02, SOILS I PLATED CCNNECTOR <br /> BACKFILL TO 30". ---- -------- <br /> CONCRETE SHIMS AND WEDGES <br /> 2t"14" ARE FURNISHED MTH <br /> UPPER CONNECTOR THE PRO JCT, THERE ARE (3), <br /> PLATE (2) TWV MIN. RIM-JOIST TMR��ax P aµ a THE CONNECTOR PLATE <br /> PER P.WEL !BOTTOM OF THE PANEL ONLY. I <br /> 40 i,„... <br /> �__ _____ MANUFACTURED HOME <br /> FOR ILLUSTONLY <br /> BOOR JOISTS (OTTERS DRAIPURPN G�JLA FNDT <br /> NOT SHORN FOR CLARItt) =III RIM-JOIST <br /> �: ' N, <br /> (6 XIT CONCRETE FOOTING \M V V <br /> (6'%It %CCNT YIN.) `\/e`�\/�, <br /> y0 4./t..� 0 <br /> .....n. <br /> O CONNECTM �`\$/ <br /> 1���� PER PLATEP(1) TWO MIN. CONCRETE FOORNO� ��\�Q•• ,, <br /> ��\\ tal <br /> i\ \\ <br /> (2) W BARS X CONT. <br /> kW (2) #4 REBAR X CONT. <br /> CORNERSTONE FOUNDATION SYSTEM MANUFACTURES TWO PRODUCTS SMART FOUNDATION SFRB-54, <br /> 54"LONG X 32" TALL X 2" THICK AND SFS-60, 60" LONG X 32" TALL X 14" THICK, THE INSTALL- <br /> ATION PROCEDURE IS THE SAME FOR BOTH PRODUCTS. <br /> A MINIMUM SOILS BEARING CAPACITY OF 1,500 PSF IS REQUIRED FOR THE DESIGNED 12"X6" <br /> CONCRETE FOOTING. CONCRETE STRENGTH OF 2,500 PSI AT 28 DAYS, BY DESIGN, TESTING NOT <br /> REQUIRED. <br /> SINGLE WIDE HOMES - SIDE WALLS REQUIRE (2) TWO TOP AND (2) TWO BOTTOM CONNECTORS PER <br /> PANEL. GABLE-END WALLS (6) SIX TOP AND (6) BOTTOM CONNECTORS PER PANEL. PRE-DRILLING <br /> 3716" DIAMETER X 1)4" DEEP HOLES AS NEEDED. <br /> DOUBLE WIDE HOMES - SIDE WALLS REQUIRE (2) TWO TOP AND (2) BOTTOM CONNECTORS PER PANEL. <br /> GABLE-END WALLS REQUIRE (4) FOUR TOP AND (4) BOTTOM CONNECTORS PER PANEL. (CAST HOLES <br /> ARE PROVIDED IN PANELS FOR (4) TOP AND (4) FOUR BOTTOM CONNECTORS. <br /> TRIPLE 6 OE HOMES - ALL WALLS REQUIRE (2) TWO TOP AND (2) TWO BOTTOM CONNECTORS PER <br /> PANEL. <br /> MAXIMUM ROOF LOADING IS 60 PSF, WITH POURED-IN-PLACE CONCRETE FOOTING. <br /> D PRCS <br /> E <br /> d. V-GIN 6NR/cc <br /> kir co OR Nisi? <br /> S. ELL-1" <br /> EXP. 12-31-13 <br />
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